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HomeMy WebLinkAboutWESTONpt-MICHIGANrd-C3-DRAINAGET.O.0 903.23' - tV Y \ 1\9 ���R1 I /.. •. /30" RCP INV. IN N 898.3 1. EXISTING x GRADING OG NDrfs 1\ \Y �t I / + E / TI '5ift:-W i 30" RCP INV. OUT E 898.33' I, EXSnNG TOPOGRAPHY TAKEN FROM KEELER-WEBB ASSOC., 0.4rE0 01/1]/2pp. `11 � n .YOlI` BtiEI� "' / \ \ / / / �� / E TJNB'3Texffua-5ie. -9° 9DD 8 8 & t �g99' EXISTING STORM STR, 5199 \\ \ P /' ' ✓90}]2' i i 2. CONTRACTOR r0 VERIFY ALL EXISTING CONDITIONS PRIOR r0 BEGINNING WORN. \\ o PsT" / 36" RCP INV. 89813' 1\ V / /n�ReP 5E'IFv.'' \\ \ S 3. ALL GRAEMENTS. x4OWNG MARK TO ORE N STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND 4t, � \'/' ' �E%I•STING'SIORf/ STR. 5009 EXISTING STORM STR. 5197 REQUIREMENTS. l \ T \ //// / / i ROCINV. 898.27' 30" RCP INV. 898.29' 4. LOUD ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE N A WAY THAT WILL 1 �„ t _ / \ II \/ // MINIMIZE SOIL HERICO ,,. y¢ / 1` / / EXISTING STORM SM. 683 _ II / S. RIM TO MY OTHER T FROM SITE A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH PoML 898.16 T.O.C. 900.3]' / / OF ENTRY TO OR EXIT (ROM THE SITE ALONG U PAS TONG of EXISTING ENTRANCE. \1 \\ O A 1 �• \5 R P f. / i / \ ,� .y 12" RCP S I INV. 8.81' ' 11 Ci y" )z 7Z• I j 1= ^ T' \ 12" RCP 5 INV. 898.81' STRUCTURE) 6. THE DURATION OF NEE WHICH AN AREA REMAINS EXPOSED TEMPORARY BE KEPT i0 A MOUNTS MINIMUM. THE AREA ` \\ -O m A N `\ �- II I III SHALL STABILIZED AS QUICKLY AS PRACTICAL WITH rE4POFAAY SEEDING PER AMOUNTS SHOWN ON SHEETS CI n ��/ \\�\ _ _' I IIII -899 _ �2�ce.In�03ReowLEr G. Rj O & 0Y / I I \ \` `- -- - _ 901-- - - OUT S.E.=89995' 7. SEE SHEET G FR EROSION CONTROL NOTES AND PLAN. r; ID, � u.a III - - _ _ _ - - - _ _ _ - 902 - _ 8. RIM LOO TO R UNDESIRABLE W ANY PERAUL BE RE STRUCTURES. ALL ALL BE AND ORGANIC MATTER, MINIMU FROZEN, WET SOFT, \ _ - - - - - - 903- - - - - _ - - - _ _ LOOSE, A UN C SSUN SOIL SHALL BE ORGANIC MATTER TOPSOIL E Al BE REMOVED TO A MINIMUM DEPTH OF SIX INCHES - - - - _ - _ _ - - (6') OR T NECESSTT i0 REMOVE ORGANIC MAiiER IN THE TFAS i0 BE OCCUPIED BY ROADS, WALKS AND \ I1 \ _ _ -- _ _ _ _ _ y903 - - _ - _ _ - _-_-_ - _ DESIGNATED BUILDING ANUS. I\ it\ / ' ' 9. TOPSOIL SHALL BE SEPARATED FROM SUITABLE FILL MATERIALS AND SHALL NOT BE USED AS FILL UNDER ANY 1\ IF IS o, I CONSTRUCTION AREAS OR FUTURE EXPANSION AREAS. \ II I I \ ♦� I I A, ^i FP FPFP I FFP FFP 10. THE STORM WATER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE Cltt R II \I F�T E- - / / A� Amory- - �Y- T T - y\ % \ PERM17TEDMEL NDUEE TONAL SPECILRCIRCCUMSITCES OED R+DIFFICULTY WRING FROM THE CONSTRUCTIONANDDESIGN REQURE PRORLY BE FIELD n\IN / // - \ APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE Cltt OF CARMEL N ADDITION 10 SUPPLEMENT& APPROVAL \\ g I ,��'/// x, BY THE DESIGN ENGINEER. T EXPLANATION OF MY SUCH DEVIATION $HALL BE INCLUDED AS A REQUIREMENT ON \ I\ 1 y /+ \\ \ / AS-BUILT/RECORDED DRAWINGS SUBMITTED FOR RELEASE R PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES \ 11 11 LS 1 \ I / / y ul-a / 1 I \\\\ \ / /f 1\ I t{ 1 I I / I l \ IDENTIFIED UI GENERATING VELOCITIES OF T T FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW GPABITY) /// / SWALL REQUIRE AS -BUILT CERnfIGTION AT TIME OF CONSTRUCTION, RIM i0 BACKRLDNG THE PIPE. THE G I\ \\ I / // / / W T�� iV iLl a IIII I\II \ I I CONTRACTOR IS INSTRUCTED TO AS -BUILT MI SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE \\ \ \ I / / I I I 64 LF 1 'RCP@0.40% COMPLIANCE WITH THE DESIGN PEWS AND AS APPROVED BY THE CITY OF CARMEL. V1 c£ / l� �, A • 1\ \II \I\I r^ \ 1 \ i �d /// 1 // /\�ye^'I \ 00 �� o III I I I � \I IIII 1I I \I I TALI \ II TY PRE LAST CONCRETE TD STEEL FOR MANHOLES TO INLETS SHALL BE IN ACCORDANCE WITH ASTM C-Q8. \1It �l I \ \ -<U 6'�HDPE@ 1 ry I I IIII IIII V II II P \ 12 TRPROPERLY PROENCHES TECTED BE AND/OR BARRICADEDENED SUFFICIENTLY WHENOF EFT. PIPE TATTING i0 REVEAL OBSTRUCTIONS, TD SKALL BE WHit I srxucruC \ \\ £ � / / T 6N \ 4 / ( F' \ 11I I 1 2d'x2d"CU BINLEf I}, TRENCHESTRENCHING SHALL BE E MINE TO GRADED AS NECESSARY i0 ANDAROr TO PROTECT TO ADJACENT STRUCTURES. ALL \ RE \\ \\ 4 I \/ / i M g1 \ �`I00-YFIR ELCV. 903.19 s / I I I I I 1 I' 9`3J I I I 1 I Il TOC 902 S rRENCNNG SHALL BE GONE IN ACCORDANCE WITH OSHA S1TpARpS i0 PROTECT WORKMEN. \ I \\$ \I� 8 /� /,/ I \� UUCP \ / I„ / III III I III 1 I Y 1T'RCPIN V.I N. 899.64' 14. THE SUBLRADE SHALL BE PRWFROLLEO 'NTH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE \ \\� T6 \ h 1�1 \ 4 x24-CURBINIER. / W / I I I I \ �I II I 1 1 15"RCPINV 7S-399.39' MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. O I r` IN �co I / a l/ nil \ • Til-902.93' O / 1 I I I I ( I III I I R'HDPE INV.IMW 899.75' T IN ME NCxYRK .. .M\1`" '1 // OI I I I 1 15. ALL FILLED PLACES UNDER EXISTING STORM AND SWITTY SEWER LINES AND/OR PAVED TEAS SHALL BE COMPACTED 1 BYIN MAUL IN R PCIE \ \ \ et �/ / ,/ $11 \ 12\RCPINV.OUT 5= 899.90 1 \ 1 IIII �?^ 11 I 1 I \ TO 90% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED AAMTO T-180 COMPACT TEST OR 95% OF MAXIMUM \ ELLV. 903.1 \\'O Aye \ \ I G� A^'rvX]OPo b1 I " I I I I h DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST TSEITO T-99. I I 1 24LF. B'HOPE \% 16. EXTRA STRENGTH REINFORCED CONCRETE PIPE TO BE PLACED UNDER PAYED TEAS AND A MINIMUM COVER OF 34" �. O \\II SHALL BE MAINTAINED. EXISTING ST RM STR. 491 \\ £ \° It / w I .' I I\ ;, qq \ ,-' 0 RETAIL BNiI�'C\ 1 1 �' ;+ \ \ \ \\ \ I I p'TY / nIl / \`F°w� NrC'N / \ b I 1 \ O. STORM WATER SEDIMENT TRAPS SHALL BE CLEANED WHEN THEY BECOME HALF FILLED WITH SEDIMENT AND AFTER T.O.C. 899.5' \ I -I O {' e° 13,8605q.ff. , \ \ \ W I ( 1 I I \ \ PERMANENT GROUND COVER HAS BEEN ESTABLISHED. PROPOSED LEGEND \ \ \� I 1 I \ q0' 'P�`A OF.F.E.=904.74\It \ \ \ \ 1 \ 12" RCP S 89].35' /' \ I 1 1 \ \ 18, THE ABOVE PROPERTY OOES NOT LIE WITHIN A KNOWN FLOOD PLAIN. THE SUBJECT PROPERTY LIES IN ZONE (x) AS I 11 STRUCNRE 3 4425 \ \ \ \ \ \ \ 1I1.. \ 1 - -HIGH POINT ' \ \\\ I\ II I 6`" I ¢ { i 's 24' x36" CURB INLET `` \ S \ \, _ D \ \ \ \ SCALED PER TEMA FLOOD INSURANCE RATE MAP, PANEL NO, 1809R205L, OF CARMEL, INOIANA EFFECTIVE DATE O \ \ 1 Q J II \ 6d LF 6''HDPEtM I?E \- !L a NOVEMBER 19. 2014. Ss I \\£ r/\ \ TO.C.=NV. IN \ \\ I \ 1 II I IDO-YFM J \ \\ \15 ROD INN.=8993 6 19. ALL EXISTING GRADES SHOWN ARE TOP OF PAVEMENT OR GRADE UNLESS OTHERWISE NOTED. PROPOSED SPOT ELEVATION + \ \ \ 1 1 � / .Jx \• 1 \, � \ `V IT II l ELEV. 9DEB5' I I \ \5"RCP INV OUTSi.=899.10' \ (off\\ ..o°+�/ },40Q 11 PROPOSED FLOW ARROW \ A `\ \ \ I \ I `\ II I\\ \ tG�+ j \ \\\ \ \ `� \\ -\- / /\�' 20. REMOVE ALL TREES TO STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED TEAS. REMOVAL R TREES O P 1 I 1 I I 1 `^P / NO REVEAL \ \ M `$ \ \ \ ` t / A I I \ \ OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED R DRAWINGS OR APPROVED BY THE OWNER. IODYEAR FLOW EMERGENCY -00`O \ \ 1 so?- ao° STORMWATER FLOW PATH \ rQ �mQ Q.\ \ I 1 I \ P` £( J/CURB \ O \ \ \\\. C'_i l \\ I I\ �, \ D 21. ALL BRUSH, STUMPS. WOOD AND OTHER REUSE FROM THE TREES SHALL BE BRAND ONSRE OR REMOVED TO PONDING ELEV.=884.33' \ I h I I1 \\ * `" I \ \ /,P?15 P°5° /' \\ \\\ \ \ I\II OBTADISPoiNED WHERE APPLICABLDSAL AREAS OFF OF THE SWE LOCAiIONALO BY JSRE BURT FANS SKALL BE DG SHAUL NOT BE ETTED SIGNATED ED S81'1xEPER OWNER OITS R THE \ V m G ARM p \�(t'o` \ SIR CURES \ ENGINEER. p �Z \ \1 I \ \' \( 6"REVEA \ II /\ NOL.F 6"HDPEq 1%\ \ \ \\ 24" 36'CURBINIET \\\0 £ \ \I I I1� 11p I \ CURB I M \ a�,*L \ I i0 902.62' 22. REMOVE AND LST STORE TIOPSOIL MATERIAL AFROM THE AREAS LLOCATION WHERE TO WLLBE NOTPNTERFERE BY BUILDINGS, CONSTRRS, W&KCS AND UCTON OPERATIONS. TOPSOIL gIr I ? \ NNE BUILgNG4d25 \ \ \ \ \ 15"RC2'P INM OUT1' \ 1B'RC INV.OUTS W.= 98.]6' SMALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS, WEEDS. GRASS, STONES, ECi. ILAGAMM=90J.24 O \ \ \ \ IRE 8 ' I 1 I �111W \ o• \I/ yoD' \ \ \ 6"HDPQINV.IN W 899.6�2' 23. AFTER COMPLETION OF SITE GRADING AND SUBSURFACE UTILITY INSTALLATION, TOP SOIL SHALL BE REPLACED IN AREAS p EXISTING STORM STR, 576 \ 111 \ L .,,r'qq 1 \ \ \ _ HOOF DRAINSi OWNSPOUTS I TOGA \\ \ \ \ \ DESIGNATED ON THE EROSION CONTROL RAN FOR SEEDING AND / OR SODDNL TT REMANNG TOP WE SKALL 1`� \ / TO UNDERDRAIN TO STORM INLET I N, ' AS SHOWN p E-fN'11'I 1\\\\ BE USED FOR FINISHED GRADING ABOUND STRUCTURES AND LANDSCAPING TEAS 12" RCP N INV. 98.40' \ . ` \ / \ /s \ W an \ \ 24. CONTRACTOR SHALL PERFORM ALL CUTTING, FILLING. COMPACTING OF FILLS AND ROUGH GRADING REWIRED TO BRING 2" RCP W INV. 98.d0' \aA I \ /\ / \ I IN / O � qo3 Nr� I \ I \ \ / ENTIRE PROJECT AREA TO GRADE AS SHOWN ON THE DRAWINGS. OD-YFAR ELEV. 903.80' 0 \ " RCP S INV 8 8.1 ]' 11 \ \ - / \ / / \ EXISTING Si0 M STR. 715 1 \ T N 25. ROUGH GRADNG: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS ABOVE THE 3 £ 1 1 A\ \\ o \ \ �� �,CY '1�\ I \ T.O.C. 901.54 \ \ ` \S' R, \ \ \ / k'S Ses \ ESTABLISHED SU KS AN ALL OTHER AREAS SHALL NOT EXCEED FOUNDED FEET PLUS OR ANUS THE ESTABLISHED \ 12" RCP E INV( 898.54' J \ IP IT I 1 \ I \ p�\ P��yp�a \ /G/ IGM 1 I \ �' \ GRADE. ALL BARKS AND OTHER BREAKS IN GRADE SI4LLL BE RQUNpEO AT THE TOP AND BOTTOM. 1 \ I\ \\ \ DpOIA) \ ' m \ \ 25. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO START OF CONSTRUCTION. IF AN EXCESS OR / / 1 \ \ SHORTAGE OF EARTH 6 ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE THESTORMSEWERSYSTEM AND '\ \ \ NN 2 EDD/ / •� I 1 \ I \ REQUIREMENTS FOR STOCKPILING. REMOVAL OR IMPORTING OF EARTH. STRUCTURES SHOWN ON THESE £ \ \11 S \ \ 1 U a� ` (� // S \ • D 1 \\ \\ 27. MINOR ADJUSTMENTS TO THE GRADES MAY BE REQUIRED TO EARTHWORK BALANCES WHEN MINOR EXCESS MATERIAL OR PLANS ARE PRIVATE AND ,. \ \ \ W T \ ` - / / ' ,Z p3'I \ p BMP/DOA AGE / 1 \ \ \ \ SHORTAGES ME ENCOUNTERED. IT IS RECOGNIZED BY THE PARTIES HERETO THAT THE CALCULATIONS OF THE R $ERV ICE THE SUBJECT LOT ONLV, - \� 1 \ N,F` N \SEMENT P) / / art ° \\ ENGINEER N DETERMINING EARTHWORK QUANTITIES SwLLL BE ACCOMPLISHED IN KCOROTLF WITH THE AEfRICAN \ \\ \` \ \ Ff w'0 \ \ \ _ o �p \ tt F T n FURTHER, r r TH n / /,ph�o! 4 /©/ SOCIETY 0 CIHE ENGINEERS STANDARDS POOP SUCH CALCULATIONS. DNS.LIMITS T f5f CALCULATIONS ARF MINIMUM FLOOD PROTECTION GRADE L ALL STRUCTURES \ E%ISi1N STORM SM. 540 \ `\ -,c. \ W / \ / \ `! -yVB 0' SUBJECT TO THE INTERPRETATIONS IN OF MADE BORINGS ns THE P PERMITTED LIMNS O THE VARIOUS SOIL 1TPf5, F THEM O gGg - \ 1 BUILDING dd55 �Sd ` G yp1� ,/ �/ / \ \ \ ME ALLOWABLE VARIATION T FINISH GRADE OR COMPACTION P CTUALEp THE CONTRACTOR, AND THAT ALL Of THESE SO FRONTING A POND OR OPEN DITCH SHALL BE NO LESS T.O.C. 9.25' \ 12" 111 IN £ L \ \\ m1 � \ \ MLAG/MFPG�O4.OD \ EIWN / / b1 I \ �' PARAMETERS MAY CAUSE ETHER AN EXCESS OR SHORTAGE OF ACTUAL EARTHWORK MATERIALS T COMPLETE THE THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR \ ` . s \ I \ / CONTACT IF ENGINEER AN ACTUAL MINOR IF ADJUSTMENTS TM SHORTAGE OF MATERIALS CORRECT THE CONTRACTOR SHALL IY RCP E \ Ig \\T 1 \ \\\✓� CONTACT ixf ENGINEER TO OfifRMMF IF ADJUSTMENTS CAN BE MADE i0 CORRFLi ixf IMBALANCE OF EARTH. REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, 18'RCP WINV. 895.20' \ ` °\ 11 \ \ \\ RESTAURANT �� If z I 1 \ ' FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW i \ F / i \ Xa V 1�` 5,17/S Oq.04 G V / t FLOGWELLWATERSAND AN ER ENTER BUILDING. MEMBER WHERE £ \ \ 11 \ \ \ EF5.=904.50' \ s�U_�Bgj I \ \ FLOODWATERS CAN ENTER A BUILDING. \\ �\ \\ \ 0 \ /4 55 / "' / /- _^ \ I I \ ROOFDRAINS iO DOWNSP0Ur5 yo'xTT / ��N�-- A 1 A \ NOTE, \ `I' I \ \ TO UNDERDRAIN TO STORM INLET 6 0.RC�INV IN 898.59' \ o I \\ AS SHOWN 1v INNE e9A.'37r\ \ I I ALL ELEVATIONS EXISTING OR PROPOSED ARE NA VD 1988 GA \ @ \ `\\ y I ` \` \\ \ \ \ \\ / e _ / �;�2d"RCPINV OUTS 89)n \\ \ 1 \ \ \ I !W A l I A yp(.�// IIL..33LSmuauRE1 A V A \ A `� 1A ,P 24 FLARED ENDINV OUTS 89Z70 V A LEGEND g�g� \ EXRNNG OETENTgN POND • o �' \ \ \ p1 8 CONSmtxnON LIMITS t! i' \ \ ` 1 °\� \ \°x / /� 12' RCP OUTLET INV. 897,]t' \ $ m \ (7) ✓/''� \ \ \ \ r I \ / . %\\ 6 m PER STOEPPELWERTH 100-YEAR ELEV. \ \\ $ m \w \IN T UNDERGROUND TELE<OME. A y.�111 899.96' ~G'1 �4 £ \\\ \ I ,°x \ \1 1\\ ��' 150 L.F. 6''HOPE @1% TOP OF BANK ELEV. 90L5 U UNDERGROUND GAS \ \ ' \ 9 \ \ I `` I `N� SPILLWAY ELEV 9022T(STR. 565) \ \ E RDERcxourvD nEcrRlc W UNDERGROUND WATER LINE \ Q 1 1 N G \1/ PT' 9 Q�J I +. \ 9O �\ £ \ \�+ �' I rEW DRAINAGE EASEMENT POND 100-YEAR BEE 899.96' \ I UNDERGROUND STORM SEWER \ Q \ 1 at aJ3� m _ I (ACCESS THROUGH MLAG/MFPG=901.96' \\ \ \ PROPERTY or R/W LINE ✓ ✓ \� "\ \ P ' I IFRONTAGE DRIVE & I \ \ 1 E \ 1 IJl/lpl�) lI�' ws_m - - N_o 2aa4-]es4a \, \ - CENLERLNE •. \ 15.9D £ `\ \ \ �? t \ 1 '(� II Fr _ _ I. L - SETBACK LINE \ \ \ ` I� i "' \ 1 VGe - I I I EXISTING END -SECTION 609 \ EASEMENT 15" TICE INV. 897.69' \ \ \ \ \ \ II I\\ •� \`1 \ \ 1 1 \ III III POND OUTLET STR. 607 V • PROPERTY CORNER MONUMENT \ 1 1 12' RCP INV. 89]JI' ®N ® STRN INLETS \ 11 N 7 1 \ \\ 1 1 O � `e \ OH �z UTILITY POLE \\ \\,1 N �y\ u1 \ \I ; I \\ EXISTING END -SECTION 631 3 1 ®•UTILITYvE0E9AL \ £\I 9��5•\ , .\/� 1 1\ 18" RCP INV. 897J2' / _L ELECTRIC BOX/INSER cpxcREre � PP N ROW DIRECTION w. \ 11` • • \ \ `\\ SOAR I EXISTING END -SECTION 567 y STORM WATER PIPE ROW DIRECTION \ 9 - / o �I, Q" \1W /( \ \ I G RCP INV. . 565' T.O.C. TOP a cAsrmc \ \t\ 1 NA \ \ EXISTING END -SECTION 641 \ \\ \ \ \ C I s EXISTING STORM SM. 565 IB" RCP INV. 89].40' /�/' \\ RCP REINFORCED cpxcR[T[ Pm[ I \ \� G T.O.C. 901.48' // '� IN 12' RCP E-W INN. 899.48' DRAINAGE/GRADING PLAN � I inch = 30 fL O IN \ \ EX TINq EN ECT104 \dF,\ EXISTING STORM SM. 598 ./i' ���'IS RELEASED IN \.: \ 15" RCP INV 897.681, /i �'�'\L IN RELEASED FOR CONSTRUCTION II \\\ \ 1 \\ 2•/ .51, \ \ \ ` \ -' Subject to compliance with all regulations o IT 1 \ / \ \1F'�'' �..//((..�''\\�' \S L \ /� i y�' EXISTING STORM SM. 642 \\ of State and Incal Codes s \\ %� + \ /\\ Y/1 \ \ T.O.C._900.53' \\ EI•I OF E'Iri6el X. \ \\, \ I11 �: \ V \ /\ / t '/Y \ \ i'' / \� Ig RCP INV. 897.78\ \ \ TINS Orow;n9 s nat J,Le,ded to Ge rep'esenteE as a Rera eANIM or Org1ral BounEary SuryeY, a Ri SurWy, w a Surveyor LacaLan Report. DATE: 08/19/19 STRUCTURE DATA TABLE No RIM ELEV. INV. IN INV, OUT PER, SIZE PER. TYPE CASTING SIZE DIR. TYPE NOTES A DETAILS 1 Si ENDI DTL9/CSd 24" S RCP 2 901 891 891 24-06" CURB INLET CTB HAM. G. 24" S RCP B99.SZDU IN. DTL. 1VC5d 3 901 89GATEU 899d9D) 24-OT CURB INLET CT2 HAMI 15" BE RCP DTL. 12135.1 4 992.90 8a.90(3) NNW CURB INLET CFBHAM.G. 4" 8 RCP DEL. 12C5d 5 992.82 8991 898]6Q) 24"x3T CURB INLET CTBHAM.G. 18" SW RCP FBI IT PVC), DTL. 12105d 6 91 899.64TED MA39(5) WSW CURB INLET CT6HAM.G. 15" S ROP S9968'(W PVC), Di 1LC5d T 1 90309 MAGE(6) 24"X24" CURB INLET CT6 HAMfu, 12" SE ROP Di 1CAST NET DENOTES UPSTREAM OR DOWNSTREAM STRUCTURE NUMBER STORM SEWER PIPE QUANTITIES PARCEL DRAINAGE AREA TO EXISTING DETENTION =4.03 AC. TOTAL POST -DEVELOPED ALLOWABLE CN = 92 TOTAL DEVEVLOPED AVERAGE CN=84 STORAGE CAPACITY AT IODYEAR ELEV. =2.20 AUN POST -DEVELOPED 10-YEAR STORM RUNOFF= 9.89oh POST DEVELOPED IODYEAR STORM RUNOFF =18.86 CIs STR D.B. SM. U.S. UNEAL R. SIZE TYPE 1 2 24' 24" RCP 2 3 169 15" RICEDETENTION 3 4 10T 12" RCP 2 5 121' is- RCP 5 6 126 W RCP 6 7 64 12" RCP p w W mLJ 3 O 3t CIA Ad g V 0 CD J w r 4 w Al IN N III N IN w Go N o 0 So Co o ry o $ $ v F LL O l� N U O D a Jz M -e 'N Jz e E �t is S CIC Z o N „- I] a O n In W O w n Go Go0 FZI Ci a Cal a < wd ^V^ 1� O F i w m a FA O s � 4 � 5 c y rl t F MM z a OU v` F W K O Z C cdn W F /Ar•5 Z I--�-•I O Z a Or.I..I Z R a DRAWN BY: ALO CHECKED BY: ALD PROJECT No. 1610-024 SHEET No. C3 V